REPAIR MAINT AND CLEANING OF SEWAGE LINE, MAIN HOLES AND AREA DRAINAGE OF ORS MD ACCN IN SECTOR D AND SECTOR F AND OTM ACCN UNDER AGE BR I AT CHANDIMANDIR

Amount

Cleaning and clearing of underground sewage line upto 150 mm bore pipe (including manholes by taking off manhole covers and refixing the same after cleaning) of any description, underground at any depth by removing any type of blockage including de-silting and de-chocking manually by providing rodding and flushing after cleaning including clearing of manholes and as directed by Engineer-in-Charge,

Cleaning and clearing of underground sewage line exceeding 150 mm bore and not exceeding 300 mm bore pipe(including manholes by taking off manhole covers and re-fixing the same after cleaning) of any description, underground at any depth by removing any type of blockage including de-silting and de-chocking manually by providing rodding and flushing after cleaning including clearing of manholes and as directed by Engineer-in-Charge,

Material and labour for cleaning of blockage manually by rodding, pumping, etc and removing the deposited sludge/solid/liquid material, outside MD land, from Water Closet (Indian or European) , trap & CI pipe line upto first manhole complete all as directed

Material and labour for cleaning of blockage manually by rodding, pumping, etc and removing the deposited sludge/solid/liquid material, outside MD land, from Floor / Nahni trap of Kitchen / Bathroom upto gully trap (excluding gully trap). Complete all as directed

Material and labour for cleaning of blockage manually by rodding, pumping, etc and removing the deposited sludge/solid/liquid material, outside MD land, from Gully trap upto first manhole. Complete all as directed NOTE for serial item No 1 to 5 :- (i) The rats quoted in the above item includes cost of T&P likd rods, bamboos and other safety devices etc complete. (ii) Contractor shall deployed minimum 4 persons who shal be present on all working days from 0900 hrs to 1700 hrs for maintenance of sewage lines. The persons will be detailed by JE / AGE concerned every morning for attending complaints on daily basis. (iii) Complaint shall be attended within 06 hours in receipt of complaint. A sum of Rs. 250/- per complaint per day will be recovered from payment of contractor for complaint. (iv) The lines measured once cannot measured again within three months. If block in the same line re-occur withing 03 months , the contractor will clean again & nothing will be paid extra for this.

Excavation in any type of soil (hard/dense or mud) for getting out puncturing or existing damaged/broken or otherwise nonfunctional salt glazed stone ware pipe 100 mm dia bore (length of pipe 60 cm) , and supply and fixing salt glazed stone ware pipe of 100 mm dia bore grade ‘A’ ISI Marked incl. PCC 1:3:6, type C-2 bed and haunching as required incl jointing with existing line, returning, filling in and well ramming the soil and removal of surplus spoil to a distance n.exec 50 mtrs and deposited where directed complete all as specified.

Excavation in any type of soil (hard/dense or mud) for getting out puncturing or existing damaged/broken or otherwise nonfunctional salt glazed stone ware pipe 150 mm dia bore (length of pipe 60 cm) , and supply and fixing salt glazed stone ware pipe of 150 mm dia bore grade ‘A’ ISI Marked incl. PCC 1:3:6, type C-2 bed and haunching as required incl jointing with existing line, returning, filling in and well ramming the soil and removal of surplus spoil to a distance n.exec 50 mtrs and deposited where directed complete all as specified.

Excavation in any type of soil (hard/dense or mud) for getting out puncturing or existing damaged/broken or otherwise nonfunctional salt glazed stone ware pipe 200mm dia bore (length of pipe 60 cm) , and supply and fixing salt glazed stone ware pipe of 200mm dia bore grade ‘A’ ISI Marked incl. PCC 1:3:6, type C-2 bed and haunching as required incl jointing with existing line, returning, filling in and well ramming the soil and removal of surplus spoil to a distance n.exec 50 mtrs and deposited where directed complete all as specified.

Dewatering of septic tank and manholes any size and cleaning by taking out mud/sludge from septic tanks and manholes of any depth, in foul conditions and confined places, getting out and removing the sludge to a distance exc 250 m and n.exc 500 m and deposited where directed in and including borrow pits and covering the borrow pits with 10 cms thick layer of soil complete all as specified and directed. Note : Net contents of sludge shall be measured at the time of removal and paid. Quoted rate of tenderer is deemed to be inclusive of dewatering as required and nothing extra shall be admissible to the contractor on this account.

Material and labour for cutting into existing manholes for connecting new drains, internal dia of pipe 150 mm making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-l smooth finished, and reforming benching as required, all as specified.

Material and labour for cutting into existing manholes for connecting new drains, internal dia of pipe 200 mm making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-l smooth finished, and reforming benching as required, all as specified.

Supply and fixing slat glazed stone ware gully trap 125mm x 100mm setting and jointing with solvent cement embedding the trap in PCC 1:3:6 type C-2 block of size 30cm x 30cm x 45cm deep complete all as specified and directed.

Material and labour for factory made Precast RCC manhole cover of size 600mm x 600mm, 80mm thick with plain faces, including MS frame and RCC frame, set in position complete all as specified.

Material and labour for factory made Precast RCC manhole cover of size 450mm x 450mm, 80mm thick with plain faces, including MS frame and RCC frame, set in position complete all as specified.

Material and labour for factory made Precast RCC manhole cover of size 300mm x 300mm, 50mm thick with plain faces, including MS frame and RCC frame, set in position complete all as specified.

Material and labour factory made precast RCC covers of size 600mm x 1200mm x 80mm thick, cover slab of manhole or drain complete all as specified.

Supply and fixing PVC (SWR) Nahani/ floor trap 110mm bore, plain with plain grating incl jointing with solvent cement, fixed as in repair complete all as specified and directed.

Supply and fixing PVC (SWR) Nahani/ floor trap 75mm bore, plain with plain grating incl jointing with solvent cement, fixed as in repair complete all as specified and directed.

Supply and fixing PVC (SWR) 'P' or 'S' trap, suitable for 110 mm bore pipes fixed as in repair, complete all as specified.

Supply and fixing for 110mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints laid in trenches or in floors, including dismantling complete all as specified and directed by Engineer-in-charge.

Supply and fixing for 75mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints laid in trenches or in floors complete including dismantling all as specified and directed by Engineer-in-charge.

Supply and fixing for 110mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints fixed with solvent, fixed to walls, including dismantling complete all as specified and directed by Engineer-in-charge.

Supply and fixing for 75mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints fixed with solvent, fixed to walls, including dismantling complete all as specified and directed by Engineer-in-charge.

Supply and fixing PVC (SWR) bends 110mm bore fixed as in repair complete all as specified and directed.

Supply and fixing PVC (SWR) bends 75mm bore fixed as in repair complete all as specified and directed.

Supply and fixing 110mm bore PVC (SWR) junction single, (Single T) equal or unequal, fixed as in repair complete all as specified and directed.

Supply and fixing 75mm bore PVC (SWR) junction single, (Single T) equal or unequal, fixed as in repair complete all as specified and directed.

Supply and fixing 110mm bore PVC (SWR) socket, fixed as in repair complete all as specified and directed.

Supply and fixing 75mm bore PVC (SWR) socket, fixed as in repair complete all as specified and directed.

Supply and fixing PVC (SWR) reducer 110mm x 75mmm fixed as in repair complete all as specified and directed.

Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5m in depth for foundation etc or for shaft, wells, cesspits, manholes, pier holes etc not exceeding 10 sqm on plan and getting out in hard and dense soil,l all as specified & directed by Engineer-in-Charge.

Excavation in trenches not exceeding 1.5m wide and exceeding 1.5m deep but not exceeding 3.00m deep for foundation etc or for shaft, wells, cesspits, manholes, pier holes etc not exceeding 10 sqm on plan and getting out in hard and dense soil all as specified & directed by Engineer-in-Charge.

Excavation in trenches not exceeding 1.5m wide and exceeding 3.00m deep but not exceeding 4.50m deep for foundation etc or for shaft, wells, cesspits, manholes, pier holes etc not exceeding 10 sqm on plan and getting out in hard and dense soil all as specified & directed by Engineer-in-Charge.

Returning filling in including spreading, levelling, watering and well ramming in layers not exc.25cm thick each layer of soil all as specified.

Removal excavated soil to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified & directed by Engineer-in-Charge.

Demolition and breaking up drain pipes (Salt glazed ware, AC or reinforced concrete) set in cement mortar, internal dia of pipe 100mm including PCC packing in bed and haunching complete all as specified & directed by Engineer-in-charge. ( Note : (excavation and earth work shall be measured and paid separately).

Demolition and breaking up drain pipes (Salt glazed ware, AC or reinforced concrete) set in cement mortar, internal dia of pipe 150mm including PCC packing in bed and haunching complete all as specified & directed by Engineer-in-charge. ( Note : (excavation and earth work shall be measured and paid separately).

Demolition and breaking up drain pipes (Salt glazed ware, AC or reinforced concrete) set in cement mortar, internal dia of pipe 200mm including PCC packing in bed and haunching complete all as specified & directed by Engineer-in-charge. ( Note : (excavation and earth work shall be measured and paid separately).

Demolition and breaking up drain pipes (Salt glazed ware, AC or reinforced concrete) set in cement mortar, internal dia of pipe 300mm including PCC packing in bed and haunching complete all as specified & directed by Engineer-in-charge. ( Note : (excavation and earth work shall be measured and paid separately).

Material and labour for RCC pipes class NP-2 150mm dia bore, with collars, ISI marked, jointed with cement mortar, laid in trenches and tested including fittings of same grade complete all as specified and directed (excavation, earthwork and PCC shall be measured and paid for separately)

Material and labour for RCC pipes class NP-2 200mm dia bore, with collars, ISI marked, jointed with cement mortar, laid in trenches and tested including fittings of same grade complete all as specified and directed (excavation, earthwork and PCC shall be measured and paid for separately)

Material and labour for RCC pipes class NP-2 300mm dia bore, with collars, ISI marked, jointed with cement mortar, laid in trenches and tested including fittings of same grade complete all as specified and directed (excavation, earthwork and PCC shall be measured and paid for separately)

Material and labour for salt glazed stoneware drain pipe grade ‘A’ 100mm bore, ISI marked, jointed with cement mortar, laid in trenches and tested including fittings of same grade complete all as specified and directed.

Material and labour for salt glazed stoneware drain pipe grade ‘A’ 150mm bore, ISI marked, jointed with cement mortar, laid in trenches and tested including fittings of same grade complete all as specified and directed.

Material and labour for salt glazed stoneware drain pipe grade ‘A’ 200mm bore, ISI marked, jointed with cement mortar, laid in trenches and tested including fittings of same grade complete all as specified and directed.

Material and labour for salt glazed stoneware drain pipe grade ‘A’ 300mm bore, ISI marked, jointed with cement mortar, laid in trenches and tested including fittings of same grade complete all as specified and directed.

Material and labour for plain cement concrete 1:4:8 type D-2 nominal mix using 40mm graded aggregate as in concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for internal dia of pipe 110/75 mm, all as specified. Note(i) :- The unit rate include for use of form work. (ii) Width of bed shall be outer dia of drain pipe plus 30 cms . Haunching shall be as per MES SSR-part-I/Part-II

Material and labour for plain cement concrete 1:4:8 type D-2 nominal mix using 40mm graded aggregate as in concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for internal dia of pipe 150 mm, all as specified. Note(i) :- The unit rate include for use of form work. (ii) Width of bed shall be outer dia of drain pipe plus 30 cms . Haunching shall be as per MES SSR-part-I/Part-II

Material and labour for plain cement concrete 1:4:8 type D-2 nominal mix using 40mm graded aggregate as in concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for internal dia of pipe 200 mm, all as specified. Note(i) :- The unit rate include for use of form work. (ii) Width of bed shall be outer dia of drain pipe plus 30 cms . Haunching shall be as per MES SSR-part-I/Part-II

Material and labour for plain cement concrete 1:4:8 type D-2 nominal mix using 40mm graded aggregate as in concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for internal dia of pipe 300 mm, all as specified. Note(i) :- The unit rate include for use of form work. (ii) Width of bed shall be outer dia of drain pipe plus 30 cms . Haunching shall be as per MES SSR-part-I/Part-II

Material and labour for rendering 15mm thick plaster in cement mortar 1:4 mixed with WPC on fair faces of brick wall or on concrete surfaces and finishing the surface even and smooth without using extra cement all as specified and directed by Engineer-in-charge. Note :- WPC will be measured & paid separately as supply only).

Supply only Integral waterproofing compound, all as specified.

Demolition of brick work, stone/ boulder masonry and built in cement mortar including all quoins arches, pillars etc but excluding ashlar facings, dressed stone work and precast concrete articles all as specified & directed by Engineer-in-charge.

Material and labour for brick work with sub class ‘B’ bricks of class designation 7.5 all as per IS-1077-1992 (minimum compressive strength of brick 75 kg / Sqcm) old size bricks, straight or curved on plan exc 6 metre mean radius built in cement mortar 1:4 complete all as specified & directed.

Material and labour for brick work with sub class ‘B’ old size bricks, straight or curved on plan exc 6 metre mean radius built in cement mortar 1:4, except bricks complete all as specified & directed.

Demolition of cement concrete, unreinforced of any description and in any position complete all as specified and directed.

Material and labour for plain cement concrete 1:4:8 type D-2 using 40mm graded crushed stone aggregate as in foundation, filling and mass concrete for manholes, drains etc complete all as specified & directed.

Material and labour for PCC (1:2:4) type B-1 using 20 mm graded stone aggregate as in benching including finishing surface of the top of benching even & smooth using extra cement all as specified.

Material and labour for plain cement concrete 1:3:6 type C-1 using 20 mm graded stone aggregate cast in situ in lintels up to 1.5 m clear span, cills, steps, seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings up to 60 cm in height, copings, kneelers, apex stones, bed plates, water through and the like including weathering, slightly rounded or chamfered angles and throating including use of form work (straigth or curved) complete all as specified & directed by Engineer-in-charge.

Material and labour for PCC (1:2:4) type B-2 using 40 mm graded stone aggregate as in surface channel and drain complete all as specified and directed.

Cleaning & clearing of underground sewage line upto 150 mm bore pipe (including manholes by taking off manhole covers and re-fixing the same after cleaning) of any description, underground any depth by removing any type of blockage including de-silting and de-chocking with combined high pressure water jetting cum sunction (vaccum) type machine mounted on LCV/HCV and having facilities of high pressure shape nozzle pipe and flushing after cleaning including clearing of manholes (sludge/sludge water shall be disposed off at authorized dumping site declared by local administration outside MD land as directed by Engineer-in-Charge,

Cleaning & clearing of underground sewage line exceeding 150 mm bore but not exceeding 300 mm bore pipe (including manholes by taking off manhole covers and re-fixing the same after cleaning) of any description, underground any depth by removing any type of blockage including de-silting and de-chocking with combined high pressure water jetting cum sunction (vaccum) type machine mounted on LCV/HCV and having facilities of high pressure shape nozzle pipe and flushing after cleaning including clearing of manholes (sludge/sludge water shall be disposed off at authorized dumping site declared by local administration outside MD land as directed by Engineer-in-Charge,

Material and labour for road cutting in metalled roads any thickness & making good the disturbed surface by providing 150mm thick PCC 1:2:4 using 20mm graded aggregate over 100mm thick hard core complete all as specified and directed (Unit rate shall be inclusive of Earth work if required).

Material and labour for cleaning and desludging from septic tank, man hole, soakage well, soakage pit by mechanical tractor operated sewarage suction pump machine of having storage capacity not less than 2500 ltrs and removing sludge outside MOD land complete all as specified and directed. NOTE : The Contractor will arrange the machine within 6 hours form the complaint received from the concrened JE /AGE. In case of delay a recovery of Rs. 500/- per hour shall be made from his dues

Extra for forming fair finished drain or channel 30cm inner girth in cement concrete, using extra cement, including forms, moulds , mitred /stopped ends etc complete all as specified & directed.

CHOPRA AND CO

VRIDHI ENTERPRISES

MS GURENDER SINGH

BRIJ CONSTRUCTIONS

Anil jindal and sons